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HomeMy WebLinkAbout040-1283-90-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safetu and Muilding 0vision • INSPECTION REPORT sanitary Permit No: 405034 0 GENERAL INFORMATION (ATTACH TO PERMIT) state Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Gallagher, Jason Troy Township 040 - 1283 -90 -000 CST BM Elev: Ins t . Elev: BM Description: - C) CST TANK INFORMATION W ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark jP Dosing Alt. BM `- O 9 S • S Aeration Bldg. SEkver Holding St/Ht Inlet Il�,i.- 9s�• / / TANK SETBACK INFORMATION St/Ht Outlet !�•yZ S� TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt inlet Septic �- Dt Bottom Dosing (step l Header /Man. Aeration J Dist. Pipe Holding Bot. System 3, 3 9J ZO i PUMP /SIPHON INFORMATIO Final Grade '77•Gs' 1 Manufa rer lRemand St Cover +� ItO �. �„r/ M 'j` JJ Model N tuber TDH i Friction Loss System Head TDH Ft rcemain Length ist. to Well SOIL ABSORPTION SYSTEM am Width I Length r No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS V ,:7 Z SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manu�c`urej: INFORMATION CHAMBER OR A 04f, Type Of System: 46 f �_ UNIT Model Numb N% 11 DISTRIBUTION SYSTEM ' Header /Manifold u Distribution x Hole Size x Hole Spacing Vent to Air Intake Pi ''� Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched i I Sed/Trench Center Bed/Trench Edges Topsoil Yes No ' I Yes �1 No - -, J �CQMM TS: -(Include code di s re�nciej Rers�ons pr sent, etc. Inspection #i y Inspection #2: - f ---- '� Lo - ' *09 Orchard Drive Hammond, W 54015 (NW 1/4 NW 1/4 9 T29N RI 9W) The Orchard Lot 9 Parcel No: 19.28.19.163 1.) Alt BM Description 2.) Bldg Bldg sewer length amount of cover = __ 3.I (� Yes .�. No �� Dat Use other side for additional mforma on. �— _ - -- - - -- -- - -- — inse toes Signature Cent. No. Plan revision Required? P SBD -6710 (R.3/97) ul C) 4* 6F&A4;t to 16 T'4 N4 6FF4� AW -700 q5 caul" /I. qz- ot5 FI- jq,q C. 1-4 / L-, - L- Sr 'I Y)3 I Canary Safety and Buildings Division - �� 201 W. Washington Ave.. P.O. Boa 7162 Madison, WI 33707 - 7162 l awn L De rtment of Commerce �- L6 Saoit:ry pest Number Sanitary Permit Application � 0 3 q In aooad wilt Comm 0.21. Wis. Adm. gods, personal information you provide ❑ Mood if Revision be well Pd Law, s13. 1 m sm py s I.D. Number L Appliatloo lofaesaatloo - PMass Riot All Woematim __ ----- Nam Parcel Number �5 `b�V a � A LL� (o l4 �- 2 T S Z$' Property Lacwoa i Propecq owmes Usift Addr+oss p�DC� lc C ST1V T - `r� 'A / l� �lf • S / T; N R E Zip Code Pbone Number Lot Number q Block Number aw. Sms / Stitbdivleioa Name CSbf Number 1-I 0 ,0 5 D 71f 38Z "82 DI II. Type of DwHing (CIM" all dmd apply) 1 or 2 Fsmil,r Dwelling - Number of Badtaooss ❑Village Tlz 0 - DoacWn Un o Nearest Road ❑ s'Mb t>wraad , D�t� µ,a /2"0 A GZ 1 u E- — 'I ' 9 3,75 e line B It a u�abk> III. Type of Permit: (Cbeclt only aria box on line A (numbering scheme for internal was)- Come pP Il , E w 2 ❑ S`Y 3 ❑ ReP� of 6 ❑ Additio�VD Tank Onl s Permit Number Dane Isaied B. ❑ Check it Sanitary Pawk Provin* Issued IV. Type of Premit: (Cbeck all that apply)(numbeeing scheme is for internal use) 30 -� O Di Ffd sFY 5 /7-7 Sq t 210 Mound 47 ❑ Sand Filter 50 ❑ Constructed Weda d 44�Noa - Preauriaed In-Ground 510 Drip Line 22 ❑ Prumimd fa-0raund �£ 410 Bolding Tank 48 ❑ single Pass 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ ItecircuLsting 30 ❑ other V. Area Information: Percolation Rate System Elevation Final Grade Design Fbw (00 Disperaal Ara Dispersal Area Soil Application (Mia. /inb) Elevation � W Proposed Rate(Gals./DayslS4.Ft.) bo S-0 " 51 1 7 (/, 9 L4,60 � jp Tots[ Numbe +� —ur Prefab Prefab Site steel Fiber Plastic VL Task into opacity r ss Concrete Constructed Gla Gallon of Talcs New B> Septic or Bolding Tdc T Taok� Q • I / w Q -Z; ---- . Dosing ameba -- r.. -u responsil�iliiy for installation of the WTS shown as the Pbo Number VII. b0i Staternsnt I, the w Ptd- - -'. ROIX Number MP11vQ'RS �" plumbers Name (print) Plumber's Signature ' ZONING I K t hl�L L 2-a-5,49 Plrtaalrer's Address (Sued. City - Stars, ZIP Cc'*) visa ym, Count /De ent Use Only Issuing Agent signature (Nee Stamps) Permit Fee (includes Groundwater Date hatted Approved 0 DbWtaved Surcharge Fee) OD ❑ Owner Given Initial Adverse 2 ZS . � - 2M Determination IX. Conditions of Approvansasans for Disa AUach awplste Pleas pa ere Coort7 d7) for the gets a MPs* sot law meo i 112 :11 indws Is sine • S "r -6398 (R. 051 "'' 02cN Of RD IV ^� , lss U 3 3 � l 3FQ A60 A-A � �4 Z 6,4 IL ,T p' ,D.To�of /14°�� bar ► � - �z Z 5 3 �o �• �n c�' of l. Std ITC a — plc 21 /e D I k i r i WSJ � tY { f t f t n i G vVF- R�11.AQ��� F- r/f S ZEE 5 s " s to7" C- �• To a �d' t� ba r sTE F �F . Drv Toy of �s� - si-R a 1387 Wisconsin Department of Commerce SOIL EVALUATION REPORT page I d 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code AC.E. Sol & Site Evaluations Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must county St. Croix include, but not limited to: vertical and Zon horiz �. point (BM), direction and M WIN distance to nearest mad. Parcel I.D. percent slope, scale or dimensions, nc iindlot:4 040-1039-70, ID#9.28.19.133A Pbase tall ?, ink By Date Personal Personal information you PMV'ftrA* UNI " W m�� Z Iaw, s. 15.04 (1) (m)). )d� kj , or "," Property0wrier roperty Location P Miller, Sam Govt Lot NW 1/4 NW1/4 S 9 T 28 N R 19 W Property Ownees. Mailing Addr4s Lo t # Block Su m bd. Na or CSW A4 P.O. Box 151 Plat Of Miler's Orchard j- City State Zip Code Of§-*9'umber J City _j Village el Town Nearest Road , Hudson W1 1''� ( 715) 386,-i* Troy I Orchard Drive e New Construction Use: iM Resk"al/Pub - ribecWbedroorns. 4 Code derived design flow rate 600 GPD I Replacement i Public or corrynerciai - Describe: Parent material Glacial outwash Flood plain elevation, N applicable na General comments and recommendations: Recommend installing 2 trenches at Tx 90.625', using 29 high capacity BloDiffuser infiltrator chambers at system elev. ='94.00. Boring # Boring Pit Ground Surface elm 99.54 ft Depth to l i m iti ng f ac t or >128" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Shucture Consistence Boundary Roots GPD/ft' -Eff*1 - Eff42 1 0-6 1 Oyr3/2 none I 2fsbk mvfr as 2f 0.5 0.8 2 6-17 1 Oyr4/3 none sill 2fsbk mfr cs I f,Vf 0.5 0.8 3 17-24 7.5yr4/4 none gr. sl 2msbk mfr as 1vf 0.5 0.9 4 24-35 7.5yr4/6 none is Osg ml cs 0.7 1.2 5 35-77 1 Oyr5/6 none Is Osg ml gs 0.7 1.2 (Ob� 6 77-128 1 Oyr5/4 none s Osg M ► 0.7 1.2 r 2 ] Boring # Boring l e Pit Ground Surface elm 99.94 ft Depth to limiting factor > 133" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF 1 0-11 1 Oyr3/2 none sl 2fsbk mvfr as 2f 0.5 0.9 2 11-17 1 Oyr4/3 none sit 2fsbk mfr cs 1fvf 0.5 0.8 3 17-24 7.5yr4/4 none gr. sl 2msbk mfr as 1Vf 0.5 0.9 4 24-32 7.5yr4/6 none gr. Is Osg ml cs - 0.7 1.2 5 32-50 1 Oyr5/6 none S Osg ml gs - 0.7 1.2 6 50-133 1 0yr5/4 none s Osg FK 1 0.7 1.2 Effluent #1 = BOD ? 30 -c 220 mg/L and TSS >30 � 150 mg/L • Effluent #2 = BOD.-S-30 mg/L and TSS <-W M91L CST Name (Please Print) Signatufq� CST Number James K. Thompson c- 3602 Address AC.E. Soil & Site Evaluations rwfa Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, W1 54020 4/23/01 715-248-7767 1!,87 4 Property Owner Mille Sam Parcel ID # . W-1 039-7 0, ID Page 2 of 3 3] Boring # Boring Pd Ground Surface elm 98.58 ft. Depth to Ding factor > 125" in. Sod ApptiCation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eft#1 'Eif#2 1 0 -11 1Oyr3/2 none sl 2fsbk mvfr as 2f 0.5 0.9 2 11 -17 1Oyr4/3 none sit 2fsbk mfr cs 1f,vf 0.5 0.8 3 17 -22 7.5yr4/4 n sl 2msbk mfr as 1vf 0.5 0.9 4 22 -30 7.5yr4/6 none is Osg ml cs - 0.7 1.2 5 30-46 1 Oyr5 /6 none s Osg ml gs - 0.7 1.2 q° �'� 6 46 -125 1 Oyr5 /4 none s Osg M I - - 0.7 1.2 F J Ong 4 � # td Pit Ground Surface elev. 96.69 ft. Depth to lasting factor >122 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW *Eff#1 'Eff#2 1 0 -8 1Oyr3 /2 none sl 2fsbk mvfr as 2f 0.5 0.9 2 8 -17 1 Oyr4 /4 none sl 2%bk mfr cs 1 f,vf 0.5 0.9 3 17 -28 7.5yr4/4 none sl 2msbk mfr as 1vf 0.5 0.9 4 28 -36 7.5yr4 /6 none Is Osg ml Cs - 0.7 1.2 5 36 -57 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 6 57 -122 1 Oyr5 /4 none s Osg nn 1 - - 0.7 1.2 F-s� # e Sd Application Rate Pit Ground Surface step. 96.60 ft. Depth to limiting factor > 124" in. Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Rods 'Eff#1 'Eff#2 1 0 -10 1Oyr3/2 none sl 2f mvfr as 2f 0.5 0.9 2 10 -21 1 Oyr4 /3 none sil 2fsbk mfr Cs 1 f,vf 0.5 0.8 3 21 -32 7.5yr4/4 none sl 2msbk mfr as - 0.5 0.9 4 32 -36 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 5 36-68 1Oyr5/6 none s Osg ml gs - 0.7 1.2 6 68 -124 1 Oyr5 /4 none s Osg IMA I - - 0.7 1.2 Effluent #1= SOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = 8013 -S W mg& and TSS <_0 r ng& The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format. please contact the department at 608-266-3151 or TTY 608- 264 -8777. P 1o1� 9 �, /%/ S O�c ��c� ©r.harc SQe.9 T . o ��o ri ✓� y l A& `cn/e.' o 82 0 ■ 6q o� v V) V' 1� 63 `U A �'� Q h� y ei ■ r�s O As5urrte -d e.leal- = 106. CC' 'p of laf St��e . Elev = 9e.9 �Pe� 136 BioDiffusGr ChWW End 6w 4" Knockout • • Chamber 11" Stan- 14" High 16" High • - Sizes Dimensions dard Capacity Capacity i,a •y a 6W LL 6 #'F4 ,E 7`fO' 'S-T s py �, -< A(P4 0.v 7) 2 ( VE Lc7" Tf1 ) Rc h - *X :- Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms Design Flow - Peak (gpd) �o 0 Estimated Flow - Average (gpd) c� Septic Tank Capacity (gal) p z. S0 Soil Absorption Component Size (W) S FT z — O Type of Wastewater Do �estic Table 2: Soil Absorption Component -Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) -{aC 12S� `3 o".N Maximum Influent Particle Size (in) Sow) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the se and outlet filter shall be assessed at least once every 3 years by inspection. T e outlet filte shat I be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends' greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead II temporary, but is difficult or to hydraulic failure b freezi This type of failure is usually Y Y 9 Yp impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to organic clogging more intense and earlier, g g of the soil. 9 9 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. p T h i S ► S Q S SfiQ n� O r - C Y) , HD tJS -c . �2 d I a l Q- W r � A .r- 1 T ti c� /' a.P /S' Q " � � 6 Q ��S � � � ( Z- G/�� X, Ca Lp�y Zon;hq i 3 a 1 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer J 4 s a N G� l► 4 l,¢r / 5 i cL s Mailing Address a00 C N EST N. v T a ft l VaF_ Property Address ° 2 N l4 A D 2 U ✓ (Verification required from Planning Department for new construction) City/State J4L.)o so Parcel Identification Number LEGAL DESCRIPTION Property Location Al u/ ' /•, Al w ' /•, Sec. � T 21 N -R_LLW, Town of Wivision 7 / 4 F— O 2 C /f A R n Lot # _. Certified Survey Map # (* 4 4 d 3 (o 0 . . Volume , . Page # �� y Warranty Deed # ( �!� " D , Volume ► - 7 1 Z . Page # �� • Spec house ❑ yes Xno Lot lines identifiable :yes ❑ no SYSTEM MAINTENANCE - Impr4per use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic syst Tom has been maintained must be completed and returned to St. Croix County Zoning Office within 30 days ^e three year lion date. // 7 /oa SI ATURE OF APYLIEANT DATE •= : Q_WN_ ER CERTIFICATION lv(we) certify all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the t f�' ; descri ve, by virtue of a warranty deed recorded in Register of Deeds Office. y NATURE Ol~ UPLICANT DATE + + + * ++ Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * *• *•• ++ Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed RIVER VALLEY ABSTRACT Fax:715- 386 -7664 Rpr 18 2002 10� :23 P.01 ' VGL 1712PAGt:559 gs,�tS40 H STATE BAR OF WISCCYKSrN FORM 2 KATHLEEN H. WALS DocumemNumber WARRANTY DEED RE64STER OF DEEDS ST. CROFX Co., Wi This Deed, rnadc between Sarn E. Miller, a single person RECEIVED FOR RECORD 09-04 -2001 10:00 FA Y 1 A p KA DEED sh Grantor, and Jaw" J. Gallagher and Beth A. 31015, bo single parsons T T P Gi:ic COPY FEE: COPT PEE ;q M5FER FFE. 150.00 RW rNfi FEE, 10-00 Grantee' Grantor, for a valuable consideration, conveys to Grantee the following desmxibed real offude in St. Croix County, State of Wisconsin (if more space is needed, Please attach addendurn): Reoording Ares Name and Rem Addrem Lot 1 Piat of T Orchar Subdivison in the Town of Troy First Federal Savings Bank LaCrosse 201 go. Swend Sava Hudson, W154016 ATTPIr John Sias 040 - 1283- 90-000 Pawl Identlficsti" Number (P" This is not hoarsstetd pfmq. (is) (it ROQ Exceptions to w anties: Easements, restrictions and rights-Of way of reootd, if arty. Dated this da of August _ , 2001 • San 2. Miller • AUTHENTICATION ACKNOWLEDGMINT Signtuure(s) STATE Of WISCONSIN ) St. Croft County) p authenticated this day of Personally came befam MA this / day of August 1 2001 the above named Sam 8. Muter, n tin er"11 TITLE: MEMBER STATE BAR OF WISCON known to be the person(s) who executed the tbregoing Of not, • ` � f* s went and ac I I e, authorized by § 706.06. Wis. State.) k E O1 in TKIS INSTRUMENT WAS DRAFTED 13') lifA Attwn DsrvW J. Estreen - 31N u lc, Stato of W)scortein 3 Dens Street #ea I B 1 :,,r M Co esian is permanent. f not, state expirntfon date: (Signatures mrly be authenticated or acknowledae0. Both we n ot necetasry.) 8-11 -02 •) Names oPpenane sigaiag In any c#Oaeity must be typed or p{,pred tx1ow theft e}yneulro. aranyson gttts.lonM, C• rpasr. msms&•tazt WARRANTY DE¢ STATE DAR OF WISCONSIN FORM Ne. 2 -1999 4 HIGHWAY SETBACK THE ORCHARD AS PER WISCONSIN ADMINISTRATIVE CODE TRANS 233 NO IMPROVEMENTS OR LOCATED IN PART OF THE NORTHWEST 1, STRUCTURES ARE ALLOWED BETWEEN THE RIGHT -OF -WAY AND THE SETBACK PART OF THE SOUTHWEST 1/4 OF THE I• LINE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO SIGNS, PARKING LOTS, 5 OF CERTIFIED SURVEY MAP RECORDED PARALLEL DRIVEWAYS, WELLS, SEPTIC SYSTEMS, DRAINAGE FACILITIES, ETC.. IT PART OF THE NORTHWEST 1/4 OF THE E BEING EXPRESSLY INTENDED THAT THESE RESTRICTIONS SHALL CONSTITUTE A 5 OF CERTIFIED SURVEY MAP RECORDED RESTRICTION FOR THE BENEFIT OF THE PUBLIC ACCORDING TO SECTION 236.293, PART OF THE NORTHEAST 1/4 OF THE N WISCONSIN STATUTES AND SHALL BE ENFORCEABLE BY THE DEPARTMENT OF THE NORTHWEST 1/4 OF THE NORTHERS" TRANSPORTATION. CONTACT THE WISCONSIN DEPARTMENT OF TRANSPORTATION NORTH, RANGE 19 WEST. TOWN OF TROY DISTRICT OFFICE FOR INFORMATION. THE PHONE NUMBER MAYBE OBTAINED BY CONTACTING YOUR COUNTY HIGHWAY DEPARTMENT. t I I 1 I I I I FOUND 3" ALIMINUM I jR1$ j 1 i MONUMENT NORTHWEST CORNER SECTION 9 I SMP NORTH LINE NW 11/4 SECTION 9 2666. 5' S89'12'35 "N 1° 31 252.60 287.60 /6.45 361- 151.45' 40, 9 / 5s' POND HIVE - 154.20' Q E N 0174'11' E 24• E 113.29' S SS�B'2. E 12s.s. — / / / /// LOT 28 LOT 32 ,N OT 31 1 3 /' , LOT 29 14513 Sq. Ft. CSM_LOT 3 / I I ' 109052 Sq. Ft. L 2.63 Ac. VOL_ 9 PAGE 2603 I / // // / 2.50 Ac. ' It N.B. 1.98 AC. / n / / N.B. 86124 sq. o I / / N.B. 2.06 AC. 1 m ni / / / o N.B. 89629 sq. t1J .d / N 119902 Sq. Ft. u o I 2.75 Ac. N / / / o w \ t / 109 - - - - - - - - - - - 2.51 Ac. N.B. 2.41 AC. Ld N t,.1 V N.B. 105181 sq. ft. f N.B. 2.33 sq. ft. 170.12' 86.71' 00 ________________ LOT 1 O ! S ® � 70 1nN FUT RO A I 895953' W®��� \� \ fVT,T,1V2 / / Tn o .0'2' EASEMENT a5g� - /// 22 8.46• n 00 9 109035 Sq. Ft. S 7gyy E CN - _169.14 292.02' - - -__� S �\\ 2.50 Ac. N ? �6 N.B. 2.50 AC. LOT 26 / 1 N.B. 109035 sq. ft. / / IV TEMPORARY CUL -DE -SAC 117229 Sq. Ft. 9, s v �� // EASEMENT (REMOVE UPON v LOT 9 2'69 Ac. �\ / y .y / WESTERLY EXTENSION 0F. c * \ �\ / ',y 10968 Sq. Ft. ROAD) ro N.B. 2.57 AC. .fj / h am• tj� / �y 252 Ac. Z N.B. 111750 sq. ft. �� �•S\� ✓ 1 ' /di {{p y I 5 O \ � . � -mx2s• s sv_st' �� r „ 9� \ , \ / /• ��� U 311.0.1' l'8959 �t N.B. 2.36 AC. y 0 s• N.B. 102923 sq. ft. \LOT 10 , Z 2sO7? N -- 11247 Sq. Ft. 226.61' - - - -- 68 77 4a 2. 9 Ac. \ 5 ------ - - - - - o r w - - - - -- — — w 198.63' N.B. �59 AC. \ z I !� 587'34'25 "E N.B. 11247 sq. ft. _ _ _ _ _ _ - :3 \ a g'S 168.99' N M � o- DEEDED BY 149.41' S01' 433 W �� LOT 11 �N AFFIDAVIT L N LOT 81 ' OM N Z Z6 \ 171954 Sq. Ft. o u 111626 Sq. F,t. \ 3.95 Ac. o ^? 2.56 Ac. \ 148.76' N89 "E 3 Z I CSM VOL_5 I N.B. 3.95 AC. N.B. i0 .B. 171954 sq. ft. I PAGE 1300 to : I 95.25' N32 "W o ��M VOL 1 N N.B. 2.56 AC. p P�CzE - N f N.B. 111626 s . I. Z Z M � No 502.64' — — — — 250.31' N88 "E J _ 100.00' Noo so'S4 "w - - COUNTY HIGHWAY FF �' R.A. 512.30' N88'451311 _ _ -1 — — — — — — - - -- ------ - - ' - - - - - - - - - - 235.64' 276.65 u hAATrw I WF r - f " . LO a A !R m LM Y n � �/� V/ y NxY^� l.� r I � _ ■ _ � lop yT o •L cn CL O � N �* �` �� E � v ' : t LU LM m 0 \� 0 LO �4-0 try_ M _........ 7 T LO J JOO.rr f CbCy Al . f 1 • '^ i R y 4 4— CO L N \ ; . / p W LO tv I N n LL Od is �\ frL*' r � I, f j�,� r• r , ♦ ' ` \. 1 , > rI � � i i � �1Q I � 1 tQn7T GL h1ewT _ .. 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